Three‐parameter lognormal distribution model for soil water retention

Many models for soil water retention have been proposed. However, most of these models are curve-fitting equations and do not emphasize the physical significance of their empirical parameters. A new retention model that exhibits increased flexibility was developed by applying three-parameter lognormal distribution laws to the pore radius distribution function ƒ(r) and to the water capacity function, which was taken to be the pore capillary pressure distribution function ƒ(ψ). This model contains three parameters that are closely related to the statistics of ƒ(ψ): the bubbling pressure ψc, the mode ψ0 of ƒ(ψ) and the standard deviation σ of transformed ƒ(ψ). By comparison of this model with three existing models (the van Genuchten model, the Brooks-Corey model, and the modified Tani model), it was shown that ψc, ψ0, and σ are all essential for a general retention model.

[1]  Susan E. Powers,et al.  An experimental investigation of nonaqueous phase liquid dissolution in saturated subsurface systems: Transient mass transfer rates , 1992 .

[2]  F. Stauffer,et al.  Hysteretic storativity concept for aquifer simulation , 1992 .

[3]  David Russo,et al.  Statistical analysis of spatial variability in unsaturated flow parameters , 1992 .

[4]  R. G. Hills,et al.  The Las Cruces Trench Site: Characterization, Experimental Results, and One‐Dimensional Flow Predictions , 1991 .

[5]  D. R. Nielsen,et al.  Reply [to Comment on the treatment of residual water content in a consistent set of parametric mod , 1991 .

[6]  L. Ahuja,et al.  Scaling Water Characteristic and Hydraulic Conductivity Based on Gregson-Hector-McGowan Approach , 1991 .

[7]  Stewart W. Taylor,et al.  Biofilm growth and the related changes in the physical properties of a porous medium: 2. Permeability , 1990 .

[8]  Scott W. Tyler,et al.  Fractal processes in soil water retention , 1990 .

[9]  D. R. Nielsen,et al.  A consistent set of parametric models for the two‐phase flow of immiscible fluids in the subsurface , 1989 .

[10]  R. Carsel,et al.  Developing joint probability distributions of soil water retention characteristics , 1988 .

[11]  David Russo,et al.  Determining soil hydraulic properties by parameter estimation: On the selection of a model for the hydraulic properties , 1988 .

[12]  P. Milly Estimation of Brooks‐Corey Parameters from water retention data , 1987 .

[13]  R. McCuen,et al.  Statistical analysis of the Brooks-Corey and the Green-Ampt parameters across soil textures , 1981 .

[14]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[15]  Y. Mualem A New Model for Predicting the Hydraulic Conductivity , 1976 .

[16]  D. F. Heermann,et al.  SOIL WATER PROFILE DEVELOPMENT UNDER A PERIODIC BOUNDARY CONDITION , 1974 .

[17]  G. C. Topp,et al.  Soil-Water Hysteresis Measured in a Sandy Loam and Compared with the Hysteretic Domain Model1 , 1969 .

[18]  G. E. Laliberte,et al.  A MATHEMATICAL FUNCTION FOR DESCRIBING CAPILLARY PRESSURE-DESATURATION DATA , 1969 .

[19]  Wilfried Brutsaert,et al.  PROBABILITY LAWS FOR PORE-SIZE DISTRIBUTIONS , 1966 .

[20]  L. G. King,et al.  DESCRIPTION OF SOIL CHARACTERISTICS FOR PARTIALLY SATURATED FLOW , 1965 .

[21]  D. Marquardt An Algorithm for Least-Squares Estimation of Nonlinear Parameters , 1963 .

[22]  W. R. Gardner SOME STEADY‐STATE SOLUTIONS OF THE UNSATURATED MOISTURE FLOW EQUATION WITH APPLICATION TO EVAPORATION FROM A WATER TABLE , 1958 .

[23]  D. R. Nielsen,et al.  Simultaneous scaling of soil water retention and hydraulic conductivity curves , 1992 .

[24]  D. R. Nielsen,et al.  On describing and predicting the hydraulic properties of unsaturated soils , 1985 .

[25]  Larry Boersma,et al.  A Unifying Quantitative Analysis of Soil Texture1 , 1984 .

[26]  R. Genuchten CALCULATING TEE UNSATURATED HYDRAULIC CONDUCTIVITY WITH A NEW CLOSED-FORM ANALYTICAL MODEL , 1978 .

[27]  U. Kroszynski Flow in a vertical porous column drained at its bottom at constant flux , 1975 .